组合砌体房屋抗震性能试验研究及分析  

Experimental study on seismic capability of a nine-storey composite masonry building

作　　者：王新平[1] 钟岱辉[1] 胡伟[2] 

机构地区：[1]山东建筑工程学院土木学院 [2]济南大学土木系,山东济南250001

出　　处：《地震工程与工程振动》2005年第1期88-91,共4页Earthquake Engineering and Engineering Dynamics

基　　金：山东省科委鉴定成果项目(1999(63)

摘　　要：对 1 /4比例的 9层组合砌体房屋模型进行了拟静力试验,得到此类结构的有关抗震性能指标,在此基础上,对试验模型和原型房屋进行了非线性地震反应分析,探讨了此类房屋的动力反应特性,对组合砌体房屋的抗震能力作出了较为客观的评价,并对应采取的抗震措施提出了建议。The experimental study on a 1/4 scale composite masonry model was done and the seismic behavior was acquired. The model made of masonry and many reinforced concrete columns were installed in the corners and middle of the wall. The model has 9 stories and its height is 6.8 m. The non-linear seismic analysis for the model and the real building was carried out and the seismic ability of the buildings was evaluated. The seismic countermeasures for the composite masonry buildings are introduced.

关 键 词：组合砌体 模型试验 抗震性能 

分 类 号：P315.97[天文地球—地震学]